運載橋 的英文怎麼說

中文拼音 [yùnzǎiqiáo]
運載橋 英文
unloader
  • : Ⅰ動詞1 (物體位置不斷變化) move; revolve 2 (搬運; 運輸) carry; transport 3 (運用) use; wield...
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • 運載 : carry
  1. Bridge engineering is important throat part in highways and railroads. it is critical to ensure its loading ability and normal function for smooth moving in a whole line

    梁工程是公路和鐵路的重要咽喉部位,確保其承能力和正常使用性能是全線行暢通的關鍵。
  2. After eight years of construction, the banga to banggio ( panchiao ) underground railway replaced the original above - ground railway and made its first run today, in an attempt to revitalize the banga business community and tourism

    施工八冬了后,艋?到板耶火車改做地下鐵路了后今阿日開始作,倘好卡儕郎客來艋?舊社區交關及去龍山寺燒香。
  3. Because traffic flow greatly increases in recent years and the rank of actual driving load enhances, causing this bridge to be at the excess load the service condition, so in order to guarantee the bridge ' s transport security, the main body structure of the bridge should be reinforced

    摘要長沙市八一路跨線由於近年來交通流量大增,實際行車荷等級提高,使得該處于超負荷的營狀態,為了保證大安全,需要對此的主體結構進行加固,在選擇加固方案時對比了三種加固方法:鋼混凝土組合結構加固方法、混凝土結構擴大截面加固方法、粘鋼加固方法。
  4. The methods that can efficiently suppress the disturbance on gate of switching component of the inverter - bridge are synthesized. a dual - inductor output filter is employed to improve electromagnetic interference ( emi ), due to turn - on or turn - off of the power switches of the inverter, which may be lead loads into trouble

    本文詳細論述了1kva25hz新型鐵路信號電源和2kva高頻在線式ups的設計和調試工作,總結了幾種能夠有效抑制逆變功率開關管門極干擾的措施,並且用一種雙電感結構的輸出濾波器來改善由逆變器功率管在開關過程中產生的、影響負設備正常工作的電磁干擾。
  5. Brief introduction the model kx920 wheel is one of the series leading products made in our works that is well received both at home and abroad for its reaso - nable design, beautiful contour, and advanced norms. by adopting of three - ele ment torque converter, fixed - axle type pcwer shifing transimission box, in = bub reduction, double - axle drive, hinged frame, all hydraulic steering, and clamping brade. the loader has such features as : large power reseve, fi - neaccelerating performace, comfortable operation, wide field of vision, it " s muti = function, high - effic ient and flexible engineering machinery. mor - eover, it can be equipped with many kinds of working attachments such as flat fort, muti - fnction bucket, and snow plow, so it may be used for loading and unloading, transporting, piling and leveling materials in various kinds of projects. mines, enterprises and city. welcome friends both at ho - me and abroad to visit our factory and to order our products

    Kx920裝機是我公司生產的系列主導產品之一,該機設計合理,外形美觀,指標先進,在國內外享有盛譽.它選用三元件液力變矩器,定軸式動力換檔變速箱,輪邊減速,雙驅動,鉸接式車架,全液壓轉向,汽液鉗盤式四輪制動,手動鉗盤式停車制動,反轉連桿機構,動力儲備大,加速性能好,駕駛舒適,視野寬廣,是一種用途廣,效率高,機動靈活的工程機械.備有平叉,圓木叉,多用途斗,推雪板,側翻,抓草機等多種工作裝置,因此廣泛用於各類工程,工礦企業和城鎮的物料,垃圾裝卸,輸,堆垛,平整等作業,歡迎國內外朋友們來公司參觀,選購
  6. For long - span bridges, long - space spatial structure, high - rise buildings, high - rise tower, wind load is one of control loads for structure design, beside for the many use of kinds of the light weight and high strength material and many use of glass cladding, the problem of wind load on the building structure become more serious

    對于大跨度梁、大跨度空間結構、高層建築、高聳塔桅結構來說,風荷是其結構設計中主要的控制荷之一,同時由於各種輕質高強度材料及玻璃幕墻的大量用,使得建築結構受風影響的問題更加突出。
  7. In this paper, based on the static - load tests of tension piles in soft ground lying on the province of zhejiang such as zhongshan garden, gongchen bridge canal piazza, etc, the calculations of ascending displacement, developing mechanism of the side friction and utmost bearing capacity of the tension piles are studied

    本文以中山花園、拱宸河廣場等浙江軟土地區抗拔樁靜試驗為背景,對抗拔樁抗拔承力計算、上拔量計算、抗拔樁側阻發展機理進行了分析研究。
  8. Over - limited and over - load transport has made great damages to traffic security, transportation marketing, vehicle manufacture and infrastructure

    車輛超限超輸對交通安全、輸市場、車輛生產秩序及路基礎設施造成了極大危害。
  9. Design the configuration parameter of the electromagnets using magnetic circuit theory, and check the temperature increase of the electromagnet. and design a power device using igbt with electric and electron theory. it can supply the electromagnets excitation current which changes regularly on a given rule

    對于彎扭矩檢測系統,用應變儀的原理,在試件上的合適位置加貼應變片並組成惠斯登全差動電路,檢測出實際加在試件上的彎矩和扭矩的大小。
  10. A new or reconditioned engine, gearbox or rear axle needs to be “ run - in “ in order to allow the working parts to develop a special type of polished surface which can be obtained only by driving at moderate speeds without the use of full engine power

    新制或大修過的發動機、變速箱或后裝置需要磨合,以使行部件形成特殊型式的磨合表面,這只能通過中速行駛和避免發動機滿來實現。
  11. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論,梁結構非線性地震響應分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )進行計算;通過收集大量的實設計資料,經分析計算,歸納總結出計算上下部結構相對位移的簡便計算方法;並綜合國內外的經驗值,提出梁的支承長度se的設計原則;同時用動力學突加荷的原理,推導分析了預應力鋼絞線式(鋼棒連接式)落梁防止裝置設計承力的計算方法和設計伸長量s _ f的取值;最後本文通過實計算,說明了落梁防止系統設計的方法。
  12. The precise fe model was used to predict the factors of load - carrying capacity of the controlled sections of the box - girder, by selecting some important factors which can affect the load - carrying capacity, such as the area of cables, stiffness of expanding joints, elastic modulus of concrete, and the amount of living load, to simulate the several possible damages of the bridge in service in the future

    ( 3 )該營四年後,索力、撓度、應力與主塔偏位都在設計允許的范圍內,大依然具備通行設計汽車荷的能力。 ( 4 )對該力的預測分析表明:在所分析的可能損傷狀態下,拉索具有足夠的安全系數,損傷對控制截面的承能力系數影響較大。
  13. Analysis system for bridge test ( qljc in chinese ) is an application software specially designed for bridge test to build spatial fem model of bridge structure with beam elements or solid elements, analyze the static and dynamic character of bridge structures, calculate efficiency ratio of load test, pick up the results of observation points and so on

    摘要梁結構檢測分析系統qljc是針對梁檢測試驗分析開發的專用軟體,能夠建立梁結構空間有限元模型,用實體單元法和空間梁格法進行靜動力試驗分析、試驗荷效率計算,查取測點位置理論計算值等。
  14. Dynamic and static tests are needed in order that the construction characteristics and forced conditions must qualify for the requirement of designing standard and safe run, at the same time, the test can give a reference of the bridge designing

    檢驗梁結構特性及其工作狀態是否符合設計標準和使用要求,以保證梁今後的安全營,需要對已建成梁進行動靜試驗。通過動靜試驗為梁結構設計提供參考依據,是梁建設中必不可少的一個重要環節。
  15. The author designed, made, processed and tested to the plexiglass model and the bridge. then author calculated and analyzed the results, as a result of the computer programs bsas, sap, qjx and nastran. the author researched the force characteristics and structural behavior of large - span prestressed concrete bridges with continuous rigid frame structure, used the advanced theory and technology, materials, arts and crafts to resolve the practical matters in design and construction, to optimize structure, and to provide credible technical data for the design and construction and maintenance of bridges

    本文以吉林省九站松花江特大為研究對象,通過有機玻璃模型的設計製作及加工和試驗,以及對已竣工通車的實試驗,利用計算機程序bsas 、 sap 、 qjx及nastran等程序進行理論計算和綜合對比分析,探討大跨徑預應力砼連續剛構的力學特點和使用性能,用先進的理論、技術、材料、工藝等來解決設計和施工中存在的實際問題,優化結構,並為梁的設計、施工及使用維護等提供可靠的技術資料。
  16. This paper introduces the development and present situation of vibration absorb technology in the world ; generally analysis the rubber - bearing ( rb ) and lrb " s operative mechanism, function and the calculation of parameter ; advance the concept of standardization to lrb ; on the basis of generally analyzing the connected factor such as the site category, the diameter of lead bar, the height of bearing, the designing carrying capacity, the span of bridge, the inherent period and the displacement of rb, determine the parameter, the absorbing vibration target, the method and the process of standardization to lrb ; then according to the two - step rule of resisting and defending earthquake, and combining with the response spectrum theory in the seismic vibration of bridge, make a lot of calculation and analysis of vibration absorb design to the real bridge collected and combined by finite element program ; at last, gives the result of standardization through diagram and explains to its usage

    本論文介紹了國內外減震技術的發展和現狀;綜合分析了普通板式橡膠支座和鉛銷橡膠支座的工作機理、性能及參數的計算;提出了鉛銷橡膠支座標準化的概念;在綜合分析場地土、鉛銷直徑、支座高度、設計承力、梁跨徑、固有周期以及支座變位等影響因素的基礎上,確定了鉛銷橡膠支座標準化的參數、減震目標、方法和過程;並根據抗震設防兩階段原則,結合梁地震振動理論的反應譜法,用有限元程序對收集和組合的實進行了大量減震設計的計算和分析;最後以圖表的形式給出了鉛銷橡膠支座標準化的結果,並說明了其使用方法。
  17. It has also pounded the keys, devices, disposition of surveyed spots, measure method and procedures, data gathering and process ( relation with construction workmanship ), error analysis and adjustment, control precision and rules, mechanism and method of control, tables of records, results and discussion. after completion, the bridge has good behaviors in dead loads state, cable forces, shape style of main beam, stress and strain of concerned sections, displacements of the tower top, which assure the reasonable state of cables, main girder and towers, and safe under running, demonstrate supervision

    通過課題研究與實用,荊州長江公路大斜拉施工過程各狀態和成狀態下,斜拉索索力、主梁線形、主梁關鍵截面應變、索塔塔頂水平偏位等關鍵項目的施工控制結果均滿足設計期望值的要求,滿足梁施工范圍的要求,大主梁線形流暢,斜拉索、主梁和索塔三大體系的受力狀態合理,梁結構安全可靠,大的監測監控取得了圓滿成功,並為該階段的長期監測監控奠定了良好的基礎。
  18. But the double arch bridges have demerits, for the design lever and the load criterions on the low side then, and the steel is scarce in the structure. when the bridges are loaded heavily, and in heavy traffic for long time, most of them are damage

    但是限於當時設計水平和荷標準偏低,結構鋼材用量少,雙曲拱存在著先天不足,特別是在長期重荷、大交通量的營情況下,大部分雙曲拱都出現了不同程度的病害,許多已成為危
  19. First, based on the analysis to the development condition of computer and property of the input data of bridge, this paper, taking convenience and practicability as principle, develops the multi passages data - in system made up with human - computer interactive interface and excel import model. second, after comparing and analyzing to the calculation theories and methods of creep and shrinkage, clearing up the key steps of creep and shrinkage analysis, the paper takes incremental method to establish program to analyze secondary inner force caused by creep and shrinkage. third, the paper puts some optimal or simplified treatment to the contents of pre - stress and develops relative program ; in addition, through analysis to the different methods used to calculate the secondary inner force caused by pre - stress, the paper combines equivalent load method with finite element, carries out some simplified treatments, and establishes program to calculate secondary inner force caused by pre - stress

    首先,在分析當前計算機的發展狀況及梁結構輸入數據特點的基礎上,以方便、實用為原則,採用人機交互界面和excel輸入方式聯合的多通道數據輸入系統;其次,通過比較分析徐變收縮計算的各種理論及方法,澄清了徐變收縮分析的關鍵過程,並採用增量法編製程序,實現徐變收縮次內力分析;再次,對預應力的相關計算內容進行適當優化或簡化處理,並編制相應程序;另外,本文還在比較預應力次內力各種計算方法的基礎上,將等效荷法結合有限元進行一些簡化處理,編製程序實現預應力次內力的計算;最後以三個算例來校核計算方法及程序行結果的可靠性,取得了預期效果。
  20. Finally an engineering example is analyzed. reliability index is determined considering two types of corrosion models and two types of vehicle models. the influences of some parameters, such as dead load live load, corrosion speed, diameter of steel bar, are analyzed

    通過一個具體工程實例,分別計算其在一般行狀態及密集行狀態時考慮全面銹蝕及局部銹蝕情況下的可靠度指標,並且討論了恆、車輛荷、鋼筋銹蝕速度、鋼筋直徑等參數對梁可靠度的影響。
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